Fiber Reinforced Polymer FRP as an external reinforcement is used extensively to deal with the strength requirements related to flexure and shear in structural systems. But the strengthening of members subjected to torsion is explored only recently. Torsion failure is an undesirable brittle form of failure which should be avoided specially in the earthquake prone areas. In the present work, the behavior and performance of rectangular reinforced concrete beams strengthened with externally bonded Fiber Reinforced Polymer FRP fabrics subjected to combined flexure and torsion is studied experimentally. Three sets of concrete cylinders were tested for their ultimate strengths. In SET I three concrete cylindersF1 Without wrap FRP, F2 Single wrap FRP, F3 Double wrap FRP F1, F2 and F3 are tested. In SET II three concrete cylinders S1Without wrap FRP, S2 Single wrap FRP, S3 Double wrap FRP S1, S2 and S3 are tested. In SETIII three concrete cylinders R1 Without wrap FRP, R2 Single wrap FRP, R3 Double wrap FRP R1, R2 and R3 are tested. The concrete cylinders F1, S1 and R1 were taken as the control concrete cylinders. Abdul Quadir Khan | Dr. Shubha Agrawal "Experimental Study of Maintenance and Treatment of R.C.C. Building by Fiber Reinforced Plastic" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, URL: https://www.ijtsrd.com/papers/ijtsrd46365.pdf Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/46365/experimental-study-of-maintenance-and-treatment-of-rcc-building-by-fiber-reinforced-plastic/abdul-quadir-khan
International Journal of Trend in Scientific Research and Development (IJTSRD)
Volume 5 Issue 6, September-October 2021 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470
@ IJTSRD | Unique Paper ID – IJTSRD46365 | Volume – 5 | Issue – 6 | Sep-Oct 2021
Page 67
Experimental Study of Maintenance and Treatment of
R.C.C. Building by Fiber Reinforced Plastic
Abdul Quadir Khan1, Dr. Shubha Agrawal2
1Research Scholar, 2Associate Professor,
1,2Department of Civil Engineering, Lakshmi Narain College of Technology, Bhopal, Madhya Pradesh, India
ABSTRACT
Fiber Reinforced Polymer (FRP) as an external reinforcement is used
extensively to deal with the strength requirements related to flexure
and shear in structural systems. But the strengthening of members
subjected to torsion is explored only recently. Torsion failure is an
undesirable brittle form of failure which should be avoided specially
in the earthquake prone areas. In the present work, the behavior and
performance of rectangular reinforced concrete beams strengthened
with externally bonded Fiber Reinforced Polymer (FRP) fabrics
subjected to combined flexure and torsion is studied experimentally.
Three sets of concrete cylinders were tested for their ultimate
strengths. In SET I three concrete cylindersF1 Without wrap FRP, F2
Single wrap FRP, F3 Double wrap FRP (F1, F2 and F3) are tested. In
SET II three concrete cylinders S1Without wrap FRP, S2 Single wrap
FRP, S3 Double wrap FRP (S1, S2 and S3) are tested. In SETIII
three concrete cylinders R1 Without wrap FRP, R2 Single wrap FRP,
R3 Double wrap FRP (R1, R2 and R3) are tested. The concrete
cylinders F1, S1 and R1 were taken as the control concrete cylinders.
KEYWORDS: Fiber Reinforced, Polymer, flexure, concrete, beams,
shear, compared
How to cite this paper: Abdul Quadir
Khan
|
Dr.
Shubha Agrawal
"Experimental Study of Maintenance
and Treatment of R.C.C. Building by
Fiber
Reinforced
Plastic" Published in
International Journal
of
Trend
in
Scie